Unsaturated Soils: Research & ApplicationsUnsaturated Soils: Research and Applications contains 247 papers presented at 6th International Conference on Unsaturated Soils (UNSAT2014, Sydney, Australia, 2-4 July 2014). The two volumes provide an overview of recent experimental and theoretical advances in a wide variety of topics related to unsaturated soil mechanics:- Unsaturated Soil Behavi |
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الصفحة vi
... using suction controlled consolidometer test H. Suzuki & Y. Okano On controlling influence of the line of optimums on the compacted clayey soil behavior J. Kodikara, T. Islam, S. Wijesooriya, H. Bui & B.C. Burman A modified form of ...
... using suction controlled consolidometer test H. Suzuki & Y. Okano On controlling influence of the line of optimums on the compacted clayey soil behavior J. Kodikara, T. Islam, S. Wijesooriya, H. Bui & B.C. Burman A modified form of ...
الصفحة 15
Parameters of a double structure expansive model are determined by back-analysis of a set of suction controlled tests. Then, the measured performance of a large scale wetting test is compared with model predictions.
Parameters of a double structure expansive model are determined by back-analysis of a set of suction controlled tests. Then, the measured performance of a large scale wetting test is compared with model predictions.
الصفحة 19
The vapor-controlled wetting results in a slow development of swelling from the start of the test. However, when a final (liquid) wetting is applied a sudden collapse is measured followed by a swelling trend at the end of the test.
The vapor-controlled wetting results in a slow development of swelling from the start of the test. However, when a final (liquid) wetting is applied a sudden collapse is measured followed by a swelling trend at the end of the test.
الصفحة 34
Multiple the remolded coefficients specimens K 0 ′ were from two different granitic residual soils, a silty sand and a clayey sand, were evaluated in suction controlled triaxial tests under no lateral displacement conditions.
Multiple the remolded coefficients specimens K 0 ′ were from two different granitic residual soils, a silty sand and a clayey sand, were evaluated in suction controlled triaxial tests under no lateral displacement conditions.
الصفحة 56
This helps controlling the hygroscopic conditions inside a closed environment by absorbing excess moisture, storing it and returning it when necessary and, therefore, reduces the need for air conditioning to regulate relative humidity.
This helps controlling the hygroscopic conditions inside a closed environment by absorbing excess moisture, storing it and returning it when necessary and, therefore, reduces the need for air conditioning to regulate relative humidity.
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المحتوى
| 43 | |
| 127 | |
Constitutive modelling | 283 |
Numerical modelling | 479 |
Micro and macro structure | 667 |
Small strain and dynamic response | 747 |
Thermal effects8212desiccation | 805 |
Shrink8212swell | 867 |
Water retention characteristics | 939 |
Unsaturated flow and hydraulic conductivity | 1045 |
Slope stability | 1225 |
Shear strength | 1299 |
Field studies | 1357 |
Instrumentation and experimental techniques | 1529 |
Retaining structures foundations and pavements | 1755 |
طبعات أخرى - عرض جميع المقتطفات
عبارات ومصطلحات مألوفة
analysis applied approach assumed behavior calculated characteristic clay collapse compacted compression conducted considered constant constitutive model controlled corresponding coupled crack curve decrease defined deformation degree of saturation density depends described determined developed distribution effective stress elastic element Engineering equation et al expansive experimental expressed Figure flow function Geotechnical given higher hydraulic increase influence initial International Journal Khalili layer limit loading material matric suction mean measured mechanical method modulus moisture numerical observed obtained parameters particles path performed phase plastic pore pore water predicted presented pressure properties proposed rated REFERENCES relationship relative Research respectively response sample sand shear shear strength shows simulation slope specimens strain structure suction surface swelling Table temperature tests tion triaxial unsaturated soils values variables variation void ratio volume volumetric water content wetting yield
معلومات المراجع
| العنوان | Unsaturated Soils: Research & Applications |
| المُحررون | Nasser Khalili, Adrian Russell, Arman Khoshghalb |
| الناشر | CRC Press, 2014 |
| رقم ISBN (الرقم الدولي المعياري للكتاب) | 1315749580, 9781315749587 |
| عدد الصفحات | 1872 من الصفحات |
| تصدير الاقتباس | BiBTeX EndNote RefMan |